700 MATERIAL DETAILS | |||
MINIMUM REQUIREMENTS FOR SAMPLING MATERIALS | |||
For small quantities, see 106.03. | |||
Material | Specification Section Number | Quantity Represented by Sample | Size of Sample |
Group 0 and 1 Materials Aggregate and Aggregate Soil mixtures |
The initial sample from each stockpile representing 1800 tons (1640 metric tons) or 2600 tons (2360 metric tons) or 5200 tons (4720 metric tons) or fraction thereof shall have a sieve analysis performed, up to three subsequent samples that do not require any additional quantitative or qualitative tests and meet all the requirements of their intended use will be permitted to represent 1800 tons (1640 metric tons) or 2600 tons (2360 metric tons) or 5200 tons (4720 metric tons) or fraction thereof, using the sieve analysis results of initial sample. Such subsequent samples shall represent only material from the same stockpile and shall have the same sample date as the initial sample. | ||
Group 0 and 1 Materials Coarse aggregate | 703.02, 703.08 | Each 2600 tons (2360 metric tons) or fraction thereof Size Nos. 3 thru 10 Size Nos. 1, 2, and 24 |
60
to 70 lb (27 to 32 kg) |
703.04, 703.05, 703.10 |
Each 5200 tons (4720 metric tons) or fraction thereof Size Nos. 3 thru 10 Size Nos. 1, 2, and 24 |
60
to 70 lb (27 to 32 kg) |
|
Group 2 Materials Coarse aggregate |
Each 2600 tons (2360 metric tons) or fraction thereof Size Nos. 3 thru 10 Size Nos. 1, 2, and 24 |
60
to 70 lb (27 to 32 kg) |
|
Group 0 and 1 Materials Fine aggregate |
703.02, 703.03 | Each 1800 tons (1640 metric tons) or fraction thereof | 30 to 40 lb (14 to 18 kg) |
Each 5200 tons (4720 metric tons) or fraction thereof | 30 to 40 lb (14 to 18 kg) | ||
Group 2 Materials Fine aggregate |
Each 1800 tons (1640 metric tons) or fraction thereof | 30 to 40 lb (14 to 18 kg) | |
Group 0, 1, and 2 Materials Aggregate base |
703.17 | Each 5200 tons (4720 metric tons) or fraction thereof | 70 lb (32 kg) |
Group 0, 1, and 2 Materials Crushed aggregate |
703.18 | Each 5200 tons (4720 metric tons) or fraction thereof | 70 lb (32 kg) |
Group 0, 1, and 2 Materials Backfill |
Each 5200 tons (4720 metric tons) or fraction thereof | 70 lb (32 kg) | |
Group 0, 1, and 2 Materials Mineral filler |
703.07 | First shipment, each company | 1/2 gal (2 L) |
Group 0, 1, and 2 Materials Lime |
659.03 | First shipment, each company | 1 qt (1 L) |
Bearing pads; preformed and elastomeric |
711.21 | Each shipment, each thickness |
1
piece, 6 ´
6 in |
711.23 | No samples required. | Certified or mill certificate for steel and test requirements described in 711.23 | |
Asphalt concrete | 301, 403, 302, 441, 442, 446, 448 | Acceptance, Monitoring and Verification samples as per applicable specification. | |
Asphalt materials | 702.01 | Certified asphalt cement: At refinery, random sample as directed by the Laboratory. At asphalt concrete plant, one sample for each project, except for inconsequential quantities. | 1 pt (0.5 L) |
Non-Certified asphalt must be sampled and approved by the Department before use. | 1 pt (0.5 L) | ||
702.02, 702.03, 702.04, 702.05, 702.06, 702.07 | Field or plant storage: each tank. Not inspected at refinery: each tank car, tank truck, distributor, and shipment of packages. Inspected at refinery or certified: as directed by the Laboratory | Solid or semi-solid, 1 pt (0.5 L) Liquids, 1 qt (1 L) | |
Bituminous pipe joint filler | 706.10 | Use material from approved list. | 1 pt (0.5 L) |
Bolts, high-strength steel, nuts, and washers | 711.09 | Each lot, each diameter, each length | 3 bolts, nuts, and washers |
Submit certified test data[1] | |||
Borrow | 203.02, 703.16 | Sampled only when requested by the Engineer |
Soil, 20 lb (9 kg) Granular material, 40 lb (18 kg) |
Brick, clay or shale, and concrete |
704.01, 704.02 | First 10,000 units or fraction there of, subsequently each 50,000 units. | 6 brick each size |
Bronze, phosphor, cast and leaded |
When requested by Office of Structural Engineering | ||
Calcium chloride | 712.02 | Each shipment |
Solid,
1 pt (0.5 L) |
Castings, iron or steel | 711.07, 711.12, 711.13, 711.14 |
For Bridges: When requested by the Office of Structural Engineering, Otherwise: No samples required. |
Test bars coupons, and certification referencing the casting to a particular date of test bar if the casting is not marked. |
Cement, hydraulic | 701.01 through 701.05, 701.09 | Minimum of 1 sample every 180 days per concrete plant. | 1/2 gal (2 L) |
Non-Certified Cement: Each 100 tons (100 metric tons) or fraction thereof from cars or trucks. | 1/2 gal (2 L) | ||
Partial
Plant Inspection: Each 100
tons (100 metric tons) |
1/2 gal (2 L) | ||
701.07 | Each 1000 bags or fraction thereof. | 1 gal (4 L) | |
Chemical admixtures for concrete | 705.12 | Minimum of 1 sample every 180 days per concrete plant, each material, each company | 1 qt (1 L) (plastic container) |
Concrete beams | 305, 451, 452 | 7500 yd2 (6500 m2) or less | 2 beams |
Concrete curing agents | 705.06, 705.07 | Each shipment, each material, each company |
Liquids, 1 pt (0.5 L) Paper, polyethylene sheeting, or plastic coated burlap blankets, 1 piece 4 ´ 4 ft (1.0 ´ 1.0 m) |
Concrete cylinders structures | 499, 511 | Over 20 ft (6.1 m) each day, each 200 yd3 (150 m3) or less 20 ft (6.1 m) span and under, each 50 yd3 (40 m3) or less | 2 cylinders |
Concrete masonry blocks | 704.03 | First 10,000 units or fraction thereof subsequent each 50,000 units | 6 pieces, each type |
Copper, sheet | 711.15 | Each shipment, each thickness |
1
piece, 12 ´
12 in |
Delineators | 720 | When requested by Laboratory | 5 units each type |
Embankment | Sampled only when requested by the Engineer |
Soil, 20 lb (9 kg) Granular material, 40 lb (18 kg) |
|
Expansion shield anchors | 712.01 | Each shipment, each size |
3 of each size and certified test data; [1] |
Fence | 607 | Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Fly ash | 701.13 | Minimum of 1 sample every 45 days per concrete plant. | 1/2 gal (2 L) |
Non-Certified Fly Ash: Each 100 tons (100 metric tons) or fraction thereof from cars or trucks. | 1/2 gal (2 L) | ||
Partial Plant Inspection: Each 100 tons (100 metric tons) or fraction thereof from cars or trucks. | 1/2 gal (2 L) | ||
Glass beads | 740.09 | Each shipment | 1 gal (4 L) split from 3 bags each bag from randomly selected racks |
Guardrail and fittings | 606 | Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Hook bolts |
Standard
Drawing |
Each 12,000 units or less | 2 units,[1] |
Hydra |
712.04 | Not on approved list, first shipment, each company, per project | 1 gal (4 L) |
Joint filler, preformed | 705.03 | Each 1,000 ft2. (100 m2) or fraction thereof, each producer, each thickness |
1 piece, full width, 3 ft long (1.0 m) |
Joint sealer-hot poured | 705.04 | Each batch number or lot number in shipment | 10 lb (4.5 kg) |
Joint sealer, preformed elastomeric |
705.11 | Each lot, each design | 1 piece, 3 ft (1.0 m) long and certified test data |
Lead, sheet | 711.19 | When requested by Office of Structural Engineering | |
Lumber |
507, 517, 606, 607, 710, 711, 712
|
Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Jute matting | 712.11 | 1 sample each 100 rolls, each company | 1 piece, 4 ft (1.5 m) long, full width of roll |
Excelsior matting | 712.11 | 1 sample each 100 rolls, each company | 1 piece, 4 ft (1.5 m) long, full width of roll |
Paint | 708 | Each
b |
Two 1 pt (0.5 L) metal friction top cans per batch per component |
Pipe-corrugated polyethylene |
|
Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Pipe-corrugated metal |
707.01, 707.02, 707.03, 707.04, 707.05, 707.07, 707.11, 707.12, 707.13, 707.14, 707.15, 707.21, 707.22, 707.23, 707.24, 707.25 |
Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Pipe-clay and concrete drain tile | 706.07 706.09 | First 1000 tile or fraction thereof. Subsequently each 2000 tile or fraction thereof.[2] | 5 tile, each diameter |
Pipe-vitrified clay, nonreinforced concrete, reinforced concrete, and reinforced concrete elliptical less than 24 in (600 mm) in diameter or span | 706.01, 706.04, 706.06, 706.08, 706.02, | First 400 pipe or fraction thereof.[2] | 2 pipe, each diameter or span |
Each subsequent 400 pipe or fraction thereof | 1 pipe, each diameter or span | ||
Pipe accepted under ASTM C 655, Table 2 of ASTM C 655 applies |
ASTM C 655 Requirements | ||
Pipe-welded and seamless steel | 748.06 | Each shipment, each diameter | Two pieces, 30 in (1.0 m) long from the same length, 1 from each end. Certified test data[1] |
Precast concrete | 602, 604, 609.05, 610.01, 706.05, 706.051, 706.052, 706.13, 706.15, 725.08, | Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Preservative treatment for lumber | 712.06 |
As directed by the Office of Materials Management. |
1 qt (1 L) |
Sodium chloride | 712.03 | Each Purchase Order | 1 pt (0.5 L) |
Reinforcing steel | 709.00 through 709.15 | Certified only, products must be manufactured and supplied by a certified source; sample is not required. Inspect the items for defects or damage prior to inclusion into the project. | |
Steel, prestressing strand | 711.27 | Each reel, each size |
1 piece 10 ft (3.0 m) long; certified mill tests[1] |
Steel tubing | 707.10 |
As directed by the Office of Materials Management. |
1 piece, 2 ft (0.6 m) long; 3 pieces 2 ´ 9 in (50 ´ 225 mm) long; certified mill tests[1] |
Structural steel | 711.01 |
Sampled only on request of the Office of Structural Engineering |
|
Tie bars |
Standard
Drawing |
Each 10 tons (10 metric tons) or less | 1 bar[1] |
Topsoil | 653.02 | Each source of doubtful quality | 1 pt (0.5 L) |
Water | 499.02 | Each source of doubtful quality | 1 gal (4 L) (plastic container) |
Waterproofing fabric | 711.24 | Each shipment, each company | 1 piece, 3 ft (1.0 m) long, full width of roll |
[1]
Documented proof of domestic origin. [2] Sample not required, unless requested on quantities as follows: Diameters less than 24 in (600 mm) less than 100 ft (30 m); diameters over 24 to 36 in (600 to 900 mm) less than 75 ft (25 m); diameters over 36 to 60 in (900 to 1500 mm) less than 50 ft (15 m); diameters over 60 in (1500 mm) less than 25 ft (8 m). |