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Material (700-799)

724SUPPLEMENTARY CEMENTITIOUS MATERIAL

PA · 2026 Standard SpecificationsBook pages 722722View official source ↗

738.1 738.2(b)

738.1POLYMER REQUIREM ENTS—

(a)General. Provide geogrid listed in Bulletin 15 and conforming to the following requirements.

Geogrids m ust be manufactured from either polymeric coated polyester (PET), high density polyethylene

(HDPE), or polypropylene (PP) polymer according to the class and type indicated. No post -consumer

recycled material is allowed in polymer resins used in the manufacturing of geogrid products. Requirements for the polymers are indicated in Table A.

Table A1 Requirements for Geogrid Polymers (All values are minimums unless indicated otherwise) Property Units Test Method PET HDPE PP Carboxyl End Group (CEG) Content of PET Yarns mmol/ kg ASTM D7409 < 30.0 N/A N/A Number Average Molecular Weight (Mn) of PET Yarns - ASTM D4603 25,000 N/A N/A Polymeric Coating Except for manufacturing selvedge edges, the polymeric coating for PET geogrids must be continuous with no more than 10% of the surface area having uncoated, unbound fiber bundles as determined according to ASTM D610 , 5.1 -5.3 and

5.5Procedure .4 N/A N/A

Carbon Black Content2 % ASTM D5596, ASTM D1603 or ASTM D4218 N/A 1.0 to 3. 5 1.0 to 3.5 Melt Flow Index g/10 min ASTM D1238 using Condition 190/2.16 for HDPE and Condition 230/2.16 for PP N/A 0.50 0.25 Density g/cm3 ASTM D792 or ASTM D1505 N/A 0.940 0.905 Resistance to UV Degradation3 % ASTM D4355 and ASTM D6637 (Method A or B) N/A 95 95 Notes:

1.All values are minimum average roll values (MARV), except for CEG for PET polymer which is a

maximum average roll value and Carbon Black Content which is a minimum and maximum average roll value range. The maximum average roll values are determined mathema tically similar to a MARV, except the values are the average plus two standard deviations.

2.For buried applications only. Do not use geogrids for applications with long -term exposure to sunlight.
3.A sample is exposed to 500 hours of UV radiation according to ASTM D4355. The sample is then

tested to determine the Ultimate Tensile Strength (T U) in the machine direction (MD) for uniaxial geogrids and both the machine and cross machine directions (MD and XD) for biaxial geogrids. The value is calculated by dividing T U of the UV exposed material by the T U of the virgin material and multiplying by 100. T U of all samples are determined according to ASTM D6637, Method B. For biaxial geogrids the minimum required value must be met in both the MD and XD.

4.Use visual inspection and visual examples in ASTM D610 to determine the percentage of uncoated

or unbound surface area.

738.2CLASS 1 UNIAXIAL GEOGRIDS—

(a)General. For use in geosynthetic reinforced soil (GRS) slopes or geosynthetic reinforced mechanically

stabilized earth (MSE) walls.

(b)Physical Requirements. Provide geogrid consisting of a regular network of integrally connecte
Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 722722 of 1,522.