Test 2020-09-09-21-5 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Sample Information
Sample Taken Date9/9/2020 Sample Unique Key21
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 testing9/10/2020
Sample typeAcceptance A brief description of the sampleBags of Shoulder Backing
The quantity of what the sample constitutesNot Given From where was the sample collectedJob Site
First name of sampler or witnessed byGabe Last name of sampler or witnessed byAlvarez
Title of samplerConsultant Laboratory sample identificationD5 20-C-022
The fabricator/manufacturer/facility nameRocky Canyon 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)91-40-0013
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedJob Site
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-09-09-21
DIME Test ID: 2020-09-09-21-5
Testing Lab: CT D05 - Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-09-14
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: Daniel Gingras
Date of test: 09/14/2020
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:97 %
Cumulative percent passing the 1/2 in. sieve:84 %
Cumulative percent passing the 3/8 in. sieve:75 %
Cumulative percent passing the #4 sieve:58 %
Cumulative percent passing the #8 sieve:43 %
Cumulative percent passing the #16 sieve:30 %
Cumulative percent passing the #30 sieve:22 %
Cumulative percent passing the #50 sieve:16 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/14/2020