Test 2020-06-01-7-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 210227
DEA: 07286204
EFIS: 0713000217
DIST-CO-RTE-PM07-LA-138-56.20/55.20
Work DescriptionWIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS.
Location DescriptionIN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST
Sample Information
Sample Taken Date6/1/2020 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing6/9/2020
Sample typeVerification A brief description of the sample3/4 WMA-A-SP R25 Aggregata and RAP
The quantity of what the sample constitutesJMF 6 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of sampler Laboratory sample identification0319A-20
The fabricator/manufacturer/facility nameGranite Construction Littlerock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sampleUnknown
The plant number1639 A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-06-01-7
DIME Test ID: 2020-06-01-7-9
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-06-24
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Sebastian Ferrer
Date of test: 06/15/2020
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:99 %
Cumulative percent passing the #4 sieve:79 %
Cumulative percent passing the #8 sieve:59 %
Cumulative percent passing the #16 sieve:45 %
Cumulative percent passing the #30 sieve:34 %
Cumulative percent passing the #50 sieve:25 %
Cumulative percent passing the #100 sieve:17 %
Cumulative percent passing the #200 sieve:10.9 %
General comments (publicly viewable) (Max 250 characters): RAP Gradation After Ignition Oven

Test was verified on 06/24/2020