Summary for Test 2022-04-15-30-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993150
DEA: 051G9704
EFIS: 0516000008
DIST-CO-RTE-PM05-SB-135-11.7/17.8
Award Date09/27/2021
Closeout DateNot set
Work DescriptionCOLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
QA Service Level1 (Verified on 08/09/2021)

Sample Information

Sample Taken Date04/15/2022 Sample Unique Key30
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 testing04/15/2022
Sample typeAcceptance A brief description of the sample3/4" coldfeed
The quantity of what the sample constitutesL1SL2 From where was the sample collectedSupplier
First name of sampler or witnessed bysalvador Last name of sampler or witnessed byLopez-zamora
Title of samplerARET Telephone number of sampler8057572990
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland-Garey Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL1SL2 Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-42-0014
The fabricator's/manufacturer's product name for the sample.75in HMA type A LSM Rap The fabricator/manufacturer designation for the sampleL1SL2
The plant numberCalportland Garey A detailed description of where the material sample was collectedBelt Discharge
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberD1321F515 Lot number1
Sublot number2 HMA Design ID

Test Details

DIME Sample ID: 2022-04-15-30
DIME Test ID: 2022-04-15-30-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-20

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: Salvador Lopez-Zamora
Date of test: 04/20/2022
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:95.9 %
Cumulative percent passing the 1/2 in. sieve:83.4 %
Cumulative percent passing the 3/8 in. sieve:65.6 %
Cumulative percent passing the #4 sieve:40.4 %
Cumulative percent passing the #8 sieve:68.8 %
Cumulative percent passing the #16 sieve:49.5 %
Cumulative percent passing the #30 sieve:37.6 %
Cumulative percent passing the #50 sieve:26.7 %
Cumulative percent passing the #100 sieve:17.1 %
Cumulative percent passing the #200 sieve:11.1 %
General comments (publicly viewable) (Max 1000 characters): does not comply

Test was verified on 4/20/2022