Summary for Test 2018-12-14-5-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout DateNot set
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date12/14/2018 Sample Unique Key5
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 testing12/26/2018
Sample typeQuality Control A brief description of the sampleSoil for backfill material
The quantity of what the sample constitutes3 bags From where was the sample collectedJob Site
First name of sampler or witnessed byScott Last name of sampler or witnessed byLewis
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification18-0144 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC678220
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedNA
Where the material sample would have been placed if not sampled0 to 10 in

Test Details

DIME Sample ID: 2018-12-14-5
DIME Test ID: 2018-12-14-5-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2019-01-04

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 12/27/2018
Total mass of material in the sample: 9197.1 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 108.8 grams
Cumulative mass retained on the 3/4 in. sieve: 24.9 grams
Cumulative mass retained on the 1/2 in. sieve: 99 grams
Cumulative mass retained on the 3/8 in. sieve: 101.2 grams
Cumulative mass retained on the #4 sieve: 320.4 grams
Cumulative mass retained on the #8 sieve: 0 grams
Total sample mass passing the #4 sieve: 1743.2 grams
Total mass of fine material in the sample: 1743.2 grams
Cumulative mass retained on the pan: 1743.2 grams
Total cumulative mass of coarse aggregate: 654.3 grams
Total cumulative mass of fine aggregate: 1743.2 grams
Sum of coarse and fine aggregate: 2398
Percentage of coarse material: 27 %
Percentage of fine material: 73 %
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: 95 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 90 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the #4 sieve: 73 %
Cumulative percent passing the #8 sieve: 73 %
General comments (publicly viewable) (Max 1000 characters): Not put through #8 sieve.

Test was verified on 12/28/2018